Lateral Buckling of Beams without Warping Rigidity.

Abstract

A procedure is described to determine lateral buckling loads for initially straight beams. Loading and beam geometry may vary along the length. Warping rigidity is not considered. End conditions of considerable generality may be treated. The algorithm depends on solving a convergent sequence of sixteenth order eigenproblems. A computer program implementing this procedure has been developed and is described herein. (Author)

Open PDF

Document Details

Document Type
Technical Report
Publication Date
Jun 01, 1978
Accession Number
ADA057340

Entities

People

  • Robert Edward Brown

Organizations

  • Naval Postgraduate School

Tags

Communities of Interest

  • Air Platforms
  • C4I

DTIC Thesaurus Topics

  • Algorithms
  • Bending
  • Buckling
  • Computer Programming
  • Computers
  • Coordinate Systems
  • Eccentricity
  • Engineering
  • Equations
  • Lepidoptera
  • Mathematical Analysis
  • Notation
  • Operating Systems
  • Rotation
  • Specifications
  • Structural Analysis
  • United States Naval Academy

Readers

  • Linear Algebra
  • Structural Dynamics.